Thermal insulated building wall construction method

ABSTRACT

A thermal insulated building element is constructed together with connecting elements, and is suitable for making a building system quickly, and is also suitable for housing and extract fastening of any reinforcement. The thermal insulated element has polystyrene elements with a loadboarding part containing a metal framework between the polystyrene elements said loadbearing part is filled with concrete in-site, furthermore has connecting elements joining the polystyrene elements. The polystyrene elements ( 1 ) are plastic connecting elements ( 19 ) where fastening holes ( 8 ) serving joining the polystyrene elements as well as the nests ( 20 ) joining a framework ( 18 ) in a space ( 30 ) between the polystyrene elements. The plastic connecting elements are passed through an outside wall of one of the polystyrene elements and fixed into the respective polystyrene elements at the outside by clamping profiles which are led through the fastening holes placed in the polystyrene elements.

RELATED APPLICATIONS

The present patent application is a Continuation of U.S. patentapplication Ser. No. 10/540,942, filed Nov. 30, 2005, and claimspriority to PCT Patent Application PCT/HU03/00027, filed Apr. 8, 2003,which claims priority to Hungarian Application HU_P0300646, filed Mar.12, 2003 and Hungarian Application HU_P0204582, filed Dec. 30, 2002, andwhich are each assigned to the assignee hereof and filed by theinventors hereof and which is incorporated by reference herein.

BACKGROUND

1. Field

The disclosed technology relates to a thermal insulated buildingelement, which together with connecting elements is suitable for makinga building system quickly, which is also suitable for housing and exactfastening of any reinforcement.

2. Background

Due to the development of building technologies, introducing of newmaterials, great changes have taken place in the building industry. Therequirement of proper thermal insulation values in building systemsproviding high quality buildings in a short time is an ordinary claimnowadays. The most frequently used material in the construction industryis still concrete as the proper thermal insulation of concrete can beensured.

In the state of art Hungarian utility model HU U 2348 makes known athermal insulated building element. Here the solution is, that thebuilding element is covered with polystyrene panels on both outer andinner sides, and the space between the polystyrene panels on the outerand inner sides is filled with load-bearing concrete and occasionallyreinforcement is put into the concrete. The parallel polystyrene panelson the outer and inner sides are fixed by connecting cross clamps and onthe side edges of the polystyrene panels groove profile and boltprofiles fitting each other are formed. tabs, followed by adding a tabat an appropriate location for the first indent.

SUMMARY

A thermally insulated building element is manufactured by providing apair of polystyrene panels, in which each panel is formed with openings.Connecting elements are provided, each including a head with fasteningholes. The polystyrene panels are connected by inserting the connectingelements into the connecting holes already formed in the polystyrenepanels from an outside side of a first one of the polystyrene panels toa space between the pair of polystyrene panels in preparation forjoining the polystyrene panels, and continuing through to an outsideside of a second one of the polystyrene panels and by fastening theconnecting elements with the polystyrene panels. Clamping profiles areplaced through the fastening holes at the outside sides of therespective polystyrene panels, thereby providing a load-bearing spacefillable with concrete on-site between the pair of polystyrene panels. Ametal framework is joined, with the connecting elements in theload-bearing space between the pair of polystyrene panels. The metalframework is a welded steel mesh or an inner skeletal frame.

BRIEF DESCRIPTION OF THE DRAWINGS

The solution is set forth by the following description with theaccompanying drawings wherein:

FIG. 1 shows the lateral view of one of the preferred embodiments of thebuilding element.

FIG. 2 shows A-A section of the embodiment of the building element shownin FIG. 1.

FIG. 3 shows perspective view of A-A section of the embodiment of thebuilding element shown in FIG. 1.

FIG. 4 shows enlarged view of “B” detail of the embodiment of thebuilding element shown in FIG. 1.

FIG. 5 shows lateral view of the framework with mesh frame in thebuilding element.

FIG. 6 shows top view of the framework with mesh frame shown in FIG. 5

FIG. 7 shows perspective of the framework with mesh frame according toFIG. 5.

FIG. 8 shows top view of the connecting element with head of thebuilding element.

FIG. 9 shows lateral view of the connecting element with head of thebuilding element.

FIG. 10 shows perspective of the connecting element with head of thebuilding element.

FIG. 11 shows lateral view of another preferred embodiment of thebuilding element.

FIG. 12 shows top view of another preferred embodiment of the buildingelement.

FIG. 13 shows C-C section of the preferred embodiment of the buildingelement shown in FIG. 11.

FIG. 14 shows perspective of C-C section of the preferred embodiment ofthe building element shown in FIG. 11.

FIG. 15 shows the enlarged view of part “D” of the preferred embodimentof the building element shown in FIG. 11.

FIG. 16 shows the front elevation of the framework placed into thebuilding element.

FIG. 17 shows the top view of the framework placed into the buildingelement.

FIG. 18 shows the perspective of the framework shown in FIG. 16.

FIG. 19 shows the top view of another preferred embodiment of theconnecting element of the building element.

FIG. 20 shows the lateral view of another preferred embodiment of theconnecting element of the building element.

FIG. 21 shows the perspective of another preferred embodiment of theconnecting element of the building element.

FIG. 22 shows the lateral view of a third preferred embodiment of thebuilding element

FIG. 23 shows E-E section of the building element according to FIG. 22.

FIG. 24 shows the enlarged view of detail F of the building elementshown in FIG. 23.

FIG. 25 shows the perspective of a third preferred embodiment of thebuilding element.

FIG. 26 shows the elevation of the embodiment of the connecting elementof the building element.

FIG. 27 shows the lateral view of the connecting element shown in FIG.22.

FIG. 28 shows the perspective of the connecting element shown in FIG.22.

FIG. 29 shows the front elevation of another embodiment of theconnecting element shown in FIG. 22 of the building element.

FIG. 30 shows the lateral view of the connecting element shown in FIG.29.

FIG. 31 shows the perspective of the connecting element shown in FIG.29.

FIG. 32 shows the elevation of the embodiment of the connecting elementensuring fastening of the building elements.

FIG. 33 shows the perspective of the connecting element ensuringfastening of the building elements.

FIG. 34 shows the embodiment of the building element with higher thermalinsulation values.

FIG. 35 shows the top view of the building element according to FIG. 34.

FIG. 36 shows the view from G-G section of the building elementaccording to FIG. 34.

FIG. 37 shows the perspective from G-G section of the building elementaccording to FIG. 34.

FIG. 38 shows the lateral view of a possible embodiment of the girdleelement joining the building element shown in FIG. 34.

FIG. 39 shows the top view of the girdle element according to FIG. 38.

FIG. 40 shows elevation view from H-H section of the girdle elementaccording to FIG. 38.

FIG. 41 shows perspective from H-H section of the girdle elementaccording to FIG. 38.

FIG. 42 shows the lateral view of a possible embodiment of the girdleelement joining the building element shown in FIG. 38 with the framework

FIG. 43 shows the top view of the girdle element joining the buildingelement shown in FIG. 42 with the framework.

FIG. 44 shows the elevation view from I-I section of the girdle elementjoining the building element with the framework.

FIG. 45 shows the perspective from I-I section of the building elementwith the framework.

FIG. 46 shows a possible embodiment of the building in of the buildingelement.

DETAILED DESCRIPTION

Overview

The characteristics of the solution made known there is, that theconnecting cross clamps have rectangular cross section, the thickness ofwhich is preferably 1.5-5 mm, width 20-50 mm and there are perforationsof 6-12.5 mm size in the middle line of the width corresponding with thethickness of the building element in the distance of 120, 250, 300, 360mm and at each end of the cross clamp holes of circular shape housingthe closing pipe or section holes housing the closing bolt are formed.In the polystyrene panel there are holes of vertical position from theinner side towards the outer side conforming with the rectangularsection of the connecting cross clamps, into which the connecting crossclamps are pushed in the position of connecting the polystyrene paneland there are parallel circle shape holes or section shape holes ofhorizontal position in the outer side of the polystyrene panel goingthrough the opening crosswise, closing pipes or closing bolts fasteningthe polystyrene panels are fixed to the hole of circle or section shapeand at the side edges of the polystyrene panels there are protrudingribs on both sides of the bolt-profile, whereas on both sides of thegroove profile there are arched, lengthwise channels.

German publication DE 196 33 111 makes known a connecting element, madepreferably of recycled plastic, which is applied on the outer and innersurface of a case element in the form of a T-shape slot, distributedabove the whole surface and fixed to each other in a stabile way. Due tothe bit surface of connection during casting of concrete of filling inof concrete no deformation occurs.

A lightened multipurpose structure, preferably with interior skeletalframe and formwork is made known in Hungarian patent application P 9803027 published on 29 Jan. 2001, which consists of concrete orreinforced concrete load-bearing structure made between formwork, It ischaracterized by that, it consists of formwork not to be removed servingas building elements and concrete or reinforced concrete structurescreated by joining the elements beside each other in the spaces and thebuilding elements provide for one or more outer of the buildingstructure as formwork not to be removed.

This application makes known furthermore a building element to beapplied in a building structure, which building element comprises bodiesof plane and/or broken and/or curved surface or joining surfaces ofhollow or partially hollow bodies. The building element is characterizedby that, it has at least one outer surface forming the surface of thebuilding structure and has furthermore an inner surface, and has atleast one complex rib-surface, the value of the angle of which is90°≧γ>0°, preferably an acute angle, for example 5° . . . 15°. In thebuilding element on this part of the rib-surface the size of the sectionsurface parallel with the outer building surface is increasing and onepart or the whole of the section of the rib-surface ispoint-symmetrical. There is a part of the outer building surface, theshape of which is a K side polygon, where K≧3, for example a triangle,square, pentagon, hexagon.

When working out the solution we aimed to realize a thermal insulatedbuilding element, which ensures placement of any reinforcement besidesensuring quick and easy process.

Working out the solution we realized, that if we connect elements madeof polystyrene foam and joined with specially shaped connectingelements, which can ensure suitable placement and location of anyreinforcement while necessary space of polystyrene element is ensured,then the set aim can be achieved.

The present disclosure relates to a thermal insulated building element,which has joined polystyrene elements with a loadbearing part containinga metal framework between the polystyrene elements said loadbearing partis filled with concrete in-site, furthermore has connecting elementsjoining the polystyrene elements, which is characterized by that,connecting elements joining the polystyrene elements (1) are plasticconnecting elements (19) where fastening holes (8) serving joining thepolystyrene elements (1) as well as nests (20) joining a framework (18)in a space (30) between the polystyrene elements (1) are formed.

In one of the preferred embodiments of the building element the nestsplaced in the connecting element have flexible fastening projections.

In another preferred embodiment of the building element fastening holesin the connecting element are circular or section shaped.

In a further preferred embodiment of the building element framework is asteel mesh frame and/or inner skeletal frame.

The present disclosure furthermore relates to a thermal insulatedbuilding element which has polystyrene elements placed parallel witheach other and connected with each other, has a loadbearing space partincluding a framework, which is filled in-site with concrete between thepolystyrene elements and it has connecting elements joining polystyreneelements, which is characterized by that, the skeletal frame comprisesparallel lengthwise elements and stiffener elements connectinglengthwise elements and connecting elements joining polystyrene elementshave head and projection and the head of the connecting elements joinsthe parallel lengthwise elements of the framework, furthermore theprojection of the connecting elements is joined the polystyrene elementswith a fastening hole.

In one of the preferred embodiments of the building element thestiffener elements joining the lengthwise elements are placed slanted,in waveform or perpendicularly, ladderform between the lengthwiseelements.

In another preferred embodiment of the building element the material ofthe connecting stiffener elements is steel bar, which is connected withthe lengthwise elements by welding.

In a further preferred embodiment of the building element the parallellengthwise element of the skeletal frame is one or two steel bars ofcircular diameter and in the head of the connecting element joining thelengthwise elements there is a nest which can house one or twolengthwise elements of circular diameter.

In a further preferred embodiment of the building element the parallellengthwise element of the skeletal frame is a C section steel and on thehead of the connecting element joining the lengthwise element a head endfluted on two sides joining the C section of the lengthwise element isformed.

In a further preferred embodiment of the building element the adjoiningpolystyrene elements are connected with a flexible connecting elementthe straining profiles of which join a groove formed at the edge of thepolystyrene elements.

In a further preferred embodiment of the building element in the innersurface of polystyrene elements (1) opposite each other a hollow (28)serving the forming of a vertical piller is made.

In a further preferred embodiment of the building element in the innersurface of polystyrene elements (1) opposite each other a hollow (27)serving the forming of a horizontal girdle is made.

Implementations

FIG. 1 shows the lateral view of one of the preferred embodiments of thebuilding element. The figure shows the connecting elements 2 with headplaced in the polystyrene elements 1 provided with groove 3, furthermorethe space 30 between the polystyrene elements 1 into which the properlypositioned framework 4 of mesh frame shape is placed

FIG. 2 shows A-A section of the embodiment of the building element shownin FIG. 1. The figure shows the polystyrene element 1 in which theproper location of the connecting element 2 with head ensures thepositioning of the framework 4 with mesh frame according to measurement.

FIG. 3 shows perspective view of A-A section of the embodiment of thebuilding element shown in FIG. 1. Fastening of the connecting element 2with head into the polystyrene element 1 takes place with the connectingholes formed in the polystyrene element 1 in a way, that a clampingprofile 17 is placed through the fastening holes 8 formed on theconnecting elements 2 placed in the polystyrene element 1.

FIG. 4 shows enlarged view of “B” detail of the embodiment of thebuilding element shown in FIG. 1. The figure shows the framework 4 withmesh frame placed in the connecting element 2 with head located in thepolystyrene elements 1 provided with groove 3. The geometric form of theconnecting element 2 with head is such form, that the lengthwise element11 of the framework 4 can be easily slipped into the nest 6 of theconnecting element 2.

FIG. 5 shows lateral view of framework 4 with mesh frame in the buildingelement. FIG. 6 shows top view of the framework 4 with mesh frame shownin FIG. 5. FIG. 7 shows perspective of the framework with mesh frameaccording to FIG. 5. When forming the framework 4 with mesh frame ourprinciple was to ensure, that beside static measurements the framework 4with mesh frame should be in accordance with the geometric shape of theconnecting element 2 with head.

FIG. 8 shows top view of the connecting element 2 with head of thebuilding element. FIG. 9 shows lateral view of the connecting element 2with head of the building element. FIG. 10 shows perspective of theconnecting element 2 with head of the building element Fastening of theconnecting element 2 with head in the polystyrene element 1 takes placewith the help of the projection 7. The framework 4 with mesh frame islocated with slipping in the nest 6 of the head 5. The fixing of theconnecting element 2 with head in the polystyrene element 1 is ensuredby the clamping profile 17 put into the fastening hole 8 formed in theprojection 7.

FIG. 11 shows lateral view of another preferred embodiment of thebuilding element. The figure shows the polystyrene elements 1 with theconnecting elements 2. The skeletal frame 10 is placed into the space 30between the polystyrene elements 1.

FIG. 12 shows top view of another preferred embodiment of the buildingelement. Positioning of the connecting elements 2 in the polystyreneelements 1 is ensured through the connecting holes formed in thepolystyrene element 1 as well as with the help of the clamping profile17 led through the fastening hole 8 in the connecting element 2. In thespace 30 between the polystyrene elements 1 placing of the skeletalframe 10 of steel takes place with the help of connecting elements 2.

FIG. 13 shows C-C section of the preferred embodiment of the buildingelement shown in FIG. 11. FIG. 14 shows perspective of C-C section ofthe preferred embodiment of the building element shown in FIG. 11. FIG.15 shows the enlarged view of part “D” of the preferred embodiment ofthe building element shown in FIG. 11. According to the figure placementof the lengthwise element 11 of the skeletal frame 10 takes place in theconnecting element 2 located in the polystyrene element 1. Positioningof the connecting element 2 takes place with the help of the clampingprofile 17.

FIG. 16 shows the front elevation of the framework 10 placed into thebuilding element. FIG. 17 shows the top view of the framework 10according to FIG. 16. FIG. 18 shows the perspective of the framework 10shown in FIG. 16. In case of framework 10 the lengthwise elements 11running on both sides are connected by the stiffener element 12.

FIG. 19 shows the top view of another preferred embodiment of theconnecting element 2 of the building element FIG. 20 shows the lateralview of another preferred embodiment of the connecting element 2 of thebuilding element 1. FIG. 21 shows the perspective of another preferredembodiment of the connecting element 2 of the building element. Throughthe projection 7 of the connecting element 2 as well as the fasteninghole 8 formed in it is positioned and fixed in the polystyrene element 1with the help of the clamping profile 17. The head 5 of the connectingelement 2 is formed in a way, that the lengthwise element 11 of theframework 10 can slip into the groove 14 formed on the head 5 and thehead end 15 of the head 5 comes to the lengthwise element 11 of Csection, which ensures stabile fixing of the connecting element 2 andthe skeletal frame 10.

FIG. 22 shows the lateral view of a third preferred embodiment of thebuilding element. FIG. 23 shows E-E section of the building elementaccording to FIG. 22. The figure shows polystyrene elements 1 in theconnecting elements 19, into which placing and positioning of theframework 18 takes place. Fixing of connecting elements 19 intopolystyrene elements 1 takes place with the clamping profiles 17.Joining of polystyrene elements 1 each other is ensured with the help ofconnecting element 21.

FIG. 24 shows the enlarged view of detail F of the building elementshown in FIG. 23. The figure shows the connecting element 21 placed intopolystyrene element 1.

FIG. 25 shows the perspective of a third preferred embodiment of thebuilding element. Connecting of polystyrene elements 1 and positioningof the framework 18 is done with the help of the connecting elements 19and fixing of the connecting elements takes place with the help of theclamping profiles 17 into the polystyrene element 1.

FIG. 26 shows the elevation of the embodiment of the connecting elementof the building element. FIG. 27 shows the lateral view of theconnecting element shown in FIG. 22. FIG. 28 shows the perspective ofthe connecting element shown in FIG. 22. The nest 20 was formed in theconnecting element 19 placement of stiffener element 12 of the framework18 takes place with a simple flipping. Fastening hole 8 was formed inconnecting element 19 ensuring positioning of connecting element 19 inpolystyrene element 1 with the help of the clamping profile 17 ledthrough it.

FIG. 29 shows the front elevation of another embodiment of theconnecting element shown in FIG. 22 of the building element. FIG. 30shows the lateral view of the connecting element shown in FIG. 29. FIG.31 shows the perspective of the connecting element shown in FIG. 29.This case for positioning of the clamping profile 17 a profile opening23 was formed. We aimed to make easier placing of clamping profile 17 byforming the profile opening 23.

FIG. 32 shows the elevation of the connecting element ensuring fasteningof the building elements to each other. FIG. 33 shows the perspective ofthe connecting element 21 ensuring fastening of the building elements.The straining profiles 25 of the connecting element 21 as well as thenarrow part 24. Placing of the connecting element 21 into thepolystyrene elements 1 takes place as follows: The flexible connectingelement is placed into one of the grooves 3 formed on the edge of one ofthe polystyrene elements 1, which is flexibly fixed with the strainingprofile 25 in the groove 3. Joining of the building elements takes placewith placing the connecting elements 21 to the sides of the polystyreneelements 1, then the adjoining polystyrene element 1 with the groove 3on its side fit into this polystyrene element 1 and push it on to theconnection profile 21. This way the adjoining building elements arefixed without shifting, which gives sufficient hold and positioningduring compiling and filling with concrete.

FIG. 34 shows another possible embodiment of the building element. FIG.35 shows the top view of the building element according to FIG. 34. FIG.36 shows the view from G-G section of the building element according toFIG. 34. FIG. 37 shows the perspective from G-G section of the buildingelement according to FIG. 34. In case we aim to get higher thermalinsulation values then increasing of the wall thickness of thepolystyrene element makes it possible. This case in order to ensurestatic stability of the wall a hollow 28 suitable for forming a verticalpiller is formed in the polystyrene element 1. Building of the walltakes place according to the method described.

FIG. 38 shows the lateral view of a possible embodiment of the girdleelement joining the building element shown in FIG. 34. FIG. 39 shows thetop view of the girdle element according to FIG. 38. FIG. 40 showselevation view from H-H section of the girdle element according to FIG.38. FIG. 41 shows perspective from H-H section of the girdle elementaccording to FIG. 38. FIG. 42 shows the lateral view of a possibleembodiment of the girdle element joining the building element shown inFIG. 38 with the framework. FIG. 43 shows the top view of the girdleelement joining the building element shown in FIG. 42 with theframework. FIG. 44 shows the elevation view from I-I section of thegirdle element joining the building element with the framework. FIG. 45shows the perspective from I-I section of the building element with theframework. We had to take into consideration when creating the thermalinsulated building element shown in FIG. 34, that in case of the basicformation, the solution is not suitable for malting a girdle. To make itpossible, we apply a possible embodiment of the formwork. It can be seenin the figure, that a hollow 27 suitable for housing the relativereinforcement and forming the girdle is formed in the girdle 26elements. The girdle 26 elements are connected with the connectingelement 19, on which the framework 18 is placed.

FIG. 46 shows a possible embodiment of the building-in of the buildingelement. In special purpose buildings, such as very tall buildings, orfreezing houses beside keeping thermal insulation characteristicskeeping structural parameters is also necessary. It can be ensured bythe solution such a way, that the polystyrene elements 1 and theconnecting elements 19 as well as with the help of the framework 18solutions in accordance with static structural measurements.

In case of a possible preferable embodiment of the solution formation ofthe interim supports of the skeletal frame takes place with the help ofa steel bar led between the parallel guiding elements in wave-form.Another possible preferable embodiment is, when forming of the interimsupports of the skeletal frame is solved by a ladder-like straightconnection between the parallel guiding elements.

Connecting of the lateral and bottom-top edges of the polystyreneelements is solved by a long plastic strap, which is put into thelengthwise groove made into the edges of the polystyrene elements, andwhen pushed together it flips into the edges of the polystyrene elementsand flexibly closing there. When assembly takes place, the reinforcementis simply pushed between the polystyrene walls 1, then the plasticstraps are pushed as well. This solution makes possible the applicationof the prefabricated interior reinforcements, for example application ofsteel grid. Notches in the walls and sides of the polystyrene elementwalls are formed with heat cut or grooving.

The advantage of the solution is, that it makes possible easy and quickproduction of various thermal insulated walls in-site. Structuralformation makes possible beside simple and durable connecting ofpolystyrene elements the placing and positioning of severalreinforcements, grids, loadbearing structures.

CONCLUSION

It will be understood that many additional changes in the details,materials, steps and arrangement of parts, which have been hereindescribed and illustrated to explain the nature of the subject matter,may be made by those skilled in the art within the principle and scopeof the invention as expressed in the appended claims.

1. A method for manufacturing a thermally insulated building element,comprising: providing a pair of polystyrene panels, each being formedwith openings; providing connecting elements including a head, eachbeing formed with fastening holes; connecting the polystyrene panels byinserting the connecting elements into the connecting holes alreadyformed in the polystyrene panels from an outside side of a first one ofthe polystyrene panels to a space between the pair of polystyrene panelsin preparation for joining the polystyrene panels, and continuingthrough to an outside side of a second one of the polystyrene panels andby fastening the connecting elements with the polystyrene panels in sucha way that clamping profiles are placed through the fastening holes atthe outside sides of the respective polystyrene panels, therebyproviding a load-bearing space Tillable with concrete on-site betweenthe pair of polystyrene panels; and joining a metal framework,comprising at least one of a welded steel mesh or inner skeletal framewith the connecting elements in the load-bearing space between the pairof polystyrene panels.
 2. The method according to claim 1, furthercomprising providing nests on the connecting element in the load-bearingspace between the pair of polystyrene panels, the nests being configuredto join the metal framework with the connecting elements.
 3. The methodaccording to claim 1, wherein the nests include flexible fasteningprojections.
 4. The method according to claim 1, wherein the fasteningholes in the connecting elements are circular.
 5. The method accordingto claim 1, wherein the metal framework is at least one selected fromthe group consisting of a steel metal frame and an inner skeletal frame.6. The method according to claim 1, wherein the metal framework is atleast one selected from the group consisting of a welded steel metalframe and a welded inner skeletal frame.
 7. The method according toclaim 1, wherein the metal framework is an inner skeletal frame thatincludes parallel lengthwise elements and stiffener elements connectedto the parallel lengthwise elements, the head of the connecting elementsbeing joined with the parallel lengthwise elements of the framework. 8.The method according to claim 1, further comprising providing each ofthe connecting elements with a projection configured to be joined withone of the polystyrene panels.
 9. The method according to claim 1,further comprising: providing, in at least one of the polystyrenepanels, a flexible connecting element extending laterally from at leastone side of at least one of the polystyrene panels; and using theflexible connecting element to join the building element to an adjacentbuilding element.
 10. A thermally insulated building elementmanufactured according to the method of claim
 1. 11. Method forconstructing a thermal insulated building element which has polystyrenepanels placed parallel with each other and connected with each other,has a loadbearing space part including a framework which is filledin-site with concrete between the polystyrene panels and it hasconnecting elements joining polystyrene panels, comprising: providing askeletal frame comprising parallel lengthwise elements (11) andstiffener elements (12) connecting lengthwise elements (11); providingplastic connecting elements joining the polystyrene panels, andproviding the connecting elements to join polystyrene panel withfastening holes accepting clamping profiles for joining the plasticconnecting elements to the polystyrene panels (1) as well as nestsjoining a framework (18) in a space (30) between the polystyrene panels;using each (5) of the connecting elements (2) to join the parallellengthwise elements (11) of the framework, and further joining theprojection of the connecting elements (2) is joined the polystyrenepanels (1) with a fastening hole (8).
 11. The method of claim 11,further comprising providing the nests placed in the connecting element(19) with flexible fastening projections.
 12. The method of claim 11,further comprising providing, as the framework, a steel mesh frameand/or inner skeletal frame.
 13. The method of claim 11, furthercomprising providing the material of the connecting stiffener elements(12) in the form of steel bar, connected with the lengthwise elements(11) by welding.
 14. The method of claim 11, further comprising placingthe stiffener elements (12) joining the lengthwise elements (11) in aladderform, in one of a slanted, waveform or perpendicular arrangementbetween the lengthwise elements (11).
 15. The method of claim 11,further comprising providing the parallel lengthwise element (11) of theskeletal frame (10) as one or two steel bars of circular diameter and inthe head (5) of the connecting element (2) joining the lengthwiseelements (11) by using a nest (6) which can house one or two lengthwiseelements (11) of circular diameter.
 16. The method of claim 11, furthercomprising forming the parallel lengthwise element (11) of the skeletalframe (10) as a C section steel and on the head (5) of the connectingelement (2) joining the lengthwise element (11) a head end (15) flutedon two sides joining the C section of the lengthwise element (11). 17.The method of claim 11, further comprising connecting the adjoiningpolystyrene panels (1) with a flexible connecting element (21) thestraining profiles (25) of which join a groove (3) formed at the edge ofthe polystyrene panels (1).
 18. The method of claim 11, furthercomprising providing in the inner surface of polystyrene panels (1)opposite each other a hollow (28) serving the forming of a horizontal orvertical piller.
 19. Method for constructing a thermal insulatedbuilding element which has polystyrene panels placed parallel with eachother and connected with each other, has a loadbearing space partincluding a framework which is filled in-site with concrete between thepolystyrene panels and it has connecting elements joining polystyrenepanels, comprising: providing a skeletal frame comprising parallellengthwise elements (11) and stiffener elements (12) connectinglengthwise elements (11); providing connecting elements (2) joiningpolystyrene panels (1) having a head (5) and a projection extendingthrough the respective polystyrene panels (1); using each (5) of theconnecting elements (2) to join the parallel lengthwise elements (11) ofthe framework, and further joining the projection of the connectingelements (2) is joined the polystyrene panels (1) with a fastening hole(8).